The influence of particle breakage on stress-dilatancy relationship for granular soils
AbstractThe influence of particle breakage on soil behaviour is important from theoretical and practical perspectives. Particle breakage changes the internal energy in two ways. First, internal energy is consumed for particle crushing and second, the internal energy changes because of additional volumetric strain caused by particle crushing. These two effects may be quantified by use of Frictional State Theory. The analysed drained triaxial compression tests of Toyoura sand, gravel and Dog's Bay sand at different stress level and stress path revealed that the effect of particle breakage is a function of soil gradation, strength of soil grains, stress level and stress path.
|Journal series||E3S Web of Conferences, [Environment, energy and earth sciences web of conferences], ISSN 2267-1242, (0 pkt)|
|Publication size in sheets||0.5|
|Conference||7th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019), 26-06-2019 - 28-06-2019, Glasgow, Wielka Brytania|
|License||Journal (articles only); published final; ; with publication|
|Score||= 5.0, 26-03-2020, ArticleFromJournal|
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